Titlebook: Recent Advances in Computational Mechanics and Simulations; Volume-I: Materials Sandip Kumar Saha,Mousumi Mukherjee Conference proceedings

Indigent

書目名稱Recent Advances in Computational Mechanics and Simulations影響因子(影響力)




書目名稱Recent Advances in Computational Mechanics and Simulations影響因子(影響力)學(xué)科排名




書目名稱Recent Advances in Computational Mechanics and Simulations網(wǎng)絡(luò)公開度




書目名稱Recent Advances in Computational Mechanics and Simulations網(wǎng)絡(luò)公開度學(xué)科排名




書目名稱Recent Advances in Computational Mechanics and Simulations被引頻次




書目名稱Recent Advances in Computational Mechanics and Simulations被引頻次學(xué)科排名




書目名稱Recent Advances in Computational Mechanics and Simulations年度引用




書目名稱Recent Advances in Computational Mechanics and Simulations年度引用學(xué)科排名




書目名稱Recent Advances in Computational Mechanics and Simulations讀者反饋




書目名稱Recent Advances in Computational Mechanics and Simulations讀者反饋學(xué)科排名

Allure

BATE

On Flexure of Shear Deformable Isotropic Rectangular Propped Cantilever Beams the beam thickness. These theories satisfy transverse shear stress-free beam surface conditions. Hence, these theories do not require a shear correction factor. Effects of the beam thickness-to-length ratio on the location of maximum beam transverse displacement and values of maximum non-dimensiona

討厭

Progressive Collapse Potential of Steel Frames Sustaining Post-Hazard Support-Yieldingrying support conditions as fixed, hinged or roller; whilst joints adjacent to the lost column are changed to pinned connections. The effect of material properties degradation is also evaluated considering variation in steel grade. The progressive collapse potential is seen to be higher for frames w

山羊

Arthritis

立即

chiropractor

Finite Element Studies and Dynamic Analysis of Initially Stressed Functionally Graded Plates Using a plate structure is idealized into an assemblage of nine-noded isoparametric quadrilateral elements with twelve degrees of freedom per node. Hamilton’s principle is used for the formulation. The effect of in-plane pre-stress is taken care by calculating the geometric stiffness matrix. The same shape

高談闊論

Largess

Interaction of Higher Buckling Modes in Uniformly Compressed Simply Supported Unstiffened Platesing the reduction in the ultimate strength. A similar reduction in the ultimate strength due to buckling mode interactions are also found in CFS plain equal angle sections, as such sections composed of only unstiffened plates which buckle simultaneously. In sections like plain channels, where additi